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Null-field integral equation approach for the scattering water wave problems with circular boundaries. 研 究 生 : 柯佳男 指導教授 : 陳正宗博士 日 期 : 2007/01/11. Outlines. Motivation and literature review Mathematical formulation Expansions of fundamental solution and boundary density
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Null-field integral equation approach for the scattering water wave problems with circular boundaries 研 究 生:柯佳男 指導教授:陳正宗博士 日 期: 2007/01/11
Outlines • Motivation and literature review • Mathematical formulation • Expansions of fundamental solution and boundary density • Adaptive observer system • Vector decomposition technique • Linear algebraic equation • Numerical examples • Water wave problem with two circular cylinders • Conclusions
Outlines • Motivation and literature review • Mathematical formulation • Expansions of fundamental solution and boundary density • Adaptive observer system • Vector decomposition technique • Linear algebraic equation • Numerical examples • Water wave problem with two circular cylinders • Conclusions
Motivation • In many of large ocean structures, the interaction between water waves and arrays of bodies has become increasingly important and work has been done on the subject in recent years. • Exact solutions are limited for the simple case. Numerical solutions are generally required in engineering application. • Subsequently, much of the work due to the scattering of water waves by arrays of bodies have already turned into interesting of evaluating wave forces.
Literature review • The null-field (or T-matrix) method • Waterman, 1969 (single scatter) • Peterson and Strom, 1979 (several scatters ) • Wave forces on cylinder arrays • McIver & Evans , 1984 • Shallow water wave • Mingde & Yu, 1987
Outlines • Motivation and literature review • Mathematical formulation • Expansions of fundamental solution and boundary density • Adaptive observer system • Vector decomposition technique • Linear algebraic equation • Numerical examples • Water wave problem with two circular cylinders • Conclusions
Expansions of fundamental solution (2D) • Laplace problem-- • Helmholtz problem-- x x s O
Boundary density discretization • Fourier series expansions - boundary density Fourier series Ex . constant element
Adaptive observer system Source point collocation point
Degenerate kernel Fourier series Potential Null-field equation Algebraic system Fourier Coefficients Analytical Numerical Flowchart of present method
Outlines • Motivation and literature review • Mathematical formulation • Expansions of fundamental solution and boundary density • Adaptive observer system • Vector decomposition technique • Linear algebraic equation • Numerical examples • Water wave problem with two circular cylinders • Conclusions
W-Wave Water wave (3-D)
(動力自由表面邊界條件) (運動自由表面邊界條件) (側面邊界條件) (底床邊界條件) 邊界條件 I. 合併 可令 II. 滿足
Governing equation Governing equation: (Laplace equation) (Helmholtz equation)
W-Wave W-Wave Water wave (2-D)
Where: Decomposition of coordinate
Outlines • Motivation and literature review • Mathematical formulation • Expansions of fundamental solution and boundary density • Adaptive observer system • Vector decomposition technique • Linear algebraic equation • Numerical examples • Water wave problem with two circular cylinders • Conclusions
Conclusions • We will calculate the water wave force by using the potential function • We will develop a set of formulation for arbitrary number of circular cylinders with arbitrary radii, proportion and location for the scattering water wave problems
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